JPH0582280B2 - - Google Patents
Info
- Publication number
- JPH0582280B2 JPH0582280B2 JP62332245A JP33224587A JPH0582280B2 JP H0582280 B2 JPH0582280 B2 JP H0582280B2 JP 62332245 A JP62332245 A JP 62332245A JP 33224587 A JP33224587 A JP 33224587A JP H0582280 B2 JPH0582280 B2 JP H0582280B2
- Authority
- JP
- Japan
- Prior art keywords
- sludge
- less
- water
- present
- moisture content
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 239000010802 sludge Substances 0.000 claims description 46
- 239000000126 substance Substances 0.000 claims description 33
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 21
- 238000000034 method Methods 0.000 claims description 11
- 239000004576 sand Substances 0.000 claims description 7
- 239000002689 soil Substances 0.000 claims description 7
- 238000009412 basement excavation Methods 0.000 claims description 6
- 229920003169 water-soluble polymer Polymers 0.000 claims description 3
- 229920000591 gum Polymers 0.000 description 6
- 230000035515 penetration Effects 0.000 description 6
- 239000003795 chemical substances by application Substances 0.000 description 5
- 229920001282 polysaccharide Polymers 0.000 description 5
- 239000005017 polysaccharide Substances 0.000 description 5
- 150000004804 polysaccharides Chemical class 0.000 description 5
- 229920002134 Carboxymethyl cellulose Polymers 0.000 description 4
- 229920002907 Guar gum Polymers 0.000 description 4
- 235000010443 alginic acid Nutrition 0.000 description 4
- 239000000783 alginic acid Substances 0.000 description 4
- 229920000615 alginic acid Polymers 0.000 description 4
- 229960001126 alginic acid Drugs 0.000 description 4
- 239000001768 carboxy methyl cellulose Substances 0.000 description 4
- 235000010948 carboxy methyl cellulose Nutrition 0.000 description 4
- 239000008112 carboxymethyl-cellulose Substances 0.000 description 4
- 239000004568 cement Substances 0.000 description 4
- 230000000052 comparative effect Effects 0.000 description 4
- 235000010417 guar gum Nutrition 0.000 description 4
- 239000000665 guar gum Substances 0.000 description 4
- 229960002154 guar gum Drugs 0.000 description 4
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 4
- 244000046052 Phaseolus vulgaris Species 0.000 description 3
- 235000010627 Phaseolus vulgaris Nutrition 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 230000005484 gravity Effects 0.000 description 3
- -1 guar gum Chemical class 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 229920002472 Starch Polymers 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 2
- 150000004781 alginic acids Chemical class 0.000 description 2
- 229920002678 cellulose Polymers 0.000 description 2
- 239000001913 cellulose Substances 0.000 description 2
- DNIAPMSPPWPWGF-UHFFFAOYSA-N monopropylene glycol Natural products CC(O)CO DNIAPMSPPWPWGF-UHFFFAOYSA-N 0.000 description 2
- 239000003345 natural gas Substances 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- 229920000642 polymer Polymers 0.000 description 2
- 238000003672 processing method Methods 0.000 description 2
- 239000000047 product Substances 0.000 description 2
- 239000011347 resin Substances 0.000 description 2
- 229920005989 resin Polymers 0.000 description 2
- 239000008107 starch Substances 0.000 description 2
- 235000019698 starch Nutrition 0.000 description 2
- 230000008719 thickening Effects 0.000 description 2
- IXPNQXFRVYWDDI-UHFFFAOYSA-N 1-methyl-2,4-dioxo-1,3-diazinane-5-carboximidamide Chemical compound CN1CC(C(N)=N)C(=O)NC1=O IXPNQXFRVYWDDI-UHFFFAOYSA-N 0.000 description 1
- SATHPVQTSSUFFW-UHFFFAOYSA-N 4-[6-[(3,5-dihydroxy-4-methoxyoxan-2-yl)oxymethyl]-3,5-dihydroxy-4-methoxyoxan-2-yl]oxy-2-(hydroxymethyl)-6-methyloxane-3,5-diol Chemical compound OC1C(OC)C(O)COC1OCC1C(O)C(OC)C(O)C(OC2C(C(CO)OC(C)C2O)O)O1 SATHPVQTSSUFFW-UHFFFAOYSA-N 0.000 description 1
- 244000215068 Acacia senegal Species 0.000 description 1
- 229920001817 Agar Polymers 0.000 description 1
- 102000009027 Albumins Human genes 0.000 description 1
- 108010088751 Albumins Proteins 0.000 description 1
- 244000247812 Amorphophallus rivieri Species 0.000 description 1
- 235000001206 Amorphophallus rivieri Nutrition 0.000 description 1
- 239000001904 Arabinogalactan Substances 0.000 description 1
- 229920000189 Arabinogalactan Polymers 0.000 description 1
- 241000416162 Astragalus gummifer Species 0.000 description 1
- 241001474374 Blennius Species 0.000 description 1
- 108010076119 Caseins Proteins 0.000 description 1
- 239000001879 Curdlan Substances 0.000 description 1
- 229920002558 Curdlan Polymers 0.000 description 1
- 241000196324 Embryophyta Species 0.000 description 1
- 108010010803 Gelatin Proteins 0.000 description 1
- 229920000084 Gum arabic Polymers 0.000 description 1
- 229920000569 Gum karaya Polymers 0.000 description 1
- 229920002153 Hydroxypropyl cellulose Polymers 0.000 description 1
- 229920002752 Konjac Polymers 0.000 description 1
- 240000000982 Malva neglecta Species 0.000 description 1
- 235000000060 Malva neglecta Nutrition 0.000 description 1
- 241001465754 Metazoa Species 0.000 description 1
- 244000134552 Plantago ovata Species 0.000 description 1
- 235000003421 Plantago ovata Nutrition 0.000 description 1
- 239000011398 Portland cement Substances 0.000 description 1
- 239000009223 Psyllium Substances 0.000 description 1
- 229920001615 Tragacanth Polymers 0.000 description 1
- 235000010489 acacia gum Nutrition 0.000 description 1
- 239000000205 acacia gum Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 239000008272 agar Substances 0.000 description 1
- 238000005054 agglomeration Methods 0.000 description 1
- 230000002776 aggregation Effects 0.000 description 1
- 239000007864 aqueous solution Substances 0.000 description 1
- 239000007900 aqueous suspension Substances 0.000 description 1
- 235000019312 arabinogalactan Nutrition 0.000 description 1
- 239000000440 bentonite Substances 0.000 description 1
- 229910000278 bentonite Inorganic materials 0.000 description 1
- SVPXDRXYRYOSEX-UHFFFAOYSA-N bentoquatam Chemical compound O.O=[Si]=O.O=[Al]O[Al]=O SVPXDRXYRYOSEX-UHFFFAOYSA-N 0.000 description 1
- WQZGKKKJIJFFOK-VFUOTHLCSA-N beta-D-glucose Chemical compound OC[C@H]1O[C@@H](O)[C@H](O)[C@@H](O)[C@@H]1O WQZGKKKJIJFFOK-VFUOTHLCSA-N 0.000 description 1
- AXCZMVOFGPJBDE-UHFFFAOYSA-L calcium dihydroxide Chemical compound [OH-].[OH-].[Ca+2] AXCZMVOFGPJBDE-UHFFFAOYSA-L 0.000 description 1
- 239000000920 calcium hydroxide Substances 0.000 description 1
- 229910001861 calcium hydroxide Inorganic materials 0.000 description 1
- 235000011116 calcium hydroxide Nutrition 0.000 description 1
- 229920003090 carboxymethyl hydroxyethyl cellulose Polymers 0.000 description 1
- 235000010418 carrageenan Nutrition 0.000 description 1
- 239000000679 carrageenan Substances 0.000 description 1
- 229920001525 carrageenan Polymers 0.000 description 1
- 229940113118 carrageenan Drugs 0.000 description 1
- 239000005018 casein Substances 0.000 description 1
- BECPQYXYKAMYBN-UHFFFAOYSA-N casein, tech. Chemical compound NCCCCC(C(O)=O)N=C(O)C(CC(O)=O)N=C(O)C(CCC(O)=N)N=C(O)C(CC(C)C)N=C(O)C(CCC(O)=O)N=C(O)C(CC(O)=O)N=C(O)C(CCC(O)=O)N=C(O)C(C(C)O)N=C(O)C(CCC(O)=N)N=C(O)C(CCC(O)=N)N=C(O)C(CCC(O)=N)N=C(O)C(CCC(O)=O)N=C(O)C(CCC(O)=O)N=C(O)C(COP(O)(O)=O)N=C(O)C(CCC(O)=N)N=C(O)C(N)CC1=CC=CC=C1 BECPQYXYKAMYBN-UHFFFAOYSA-N 0.000 description 1
- 235000021240 caseins Nutrition 0.000 description 1
- 150000001768 cations Chemical class 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 235000019316 curdlan Nutrition 0.000 description 1
- 229940078035 curdlan Drugs 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 235000013399 edible fruits Nutrition 0.000 description 1
- NPERTKSDHFSDLC-UHFFFAOYSA-N ethenol;prop-2-enoic acid Chemical compound OC=C.OC(=O)C=C NPERTKSDHFSDLC-UHFFFAOYSA-N 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 239000008273 gelatin Substances 0.000 description 1
- 229920000159 gelatin Polymers 0.000 description 1
- 235000019322 gelatine Nutrition 0.000 description 1
- 235000011852 gelatine desserts Nutrition 0.000 description 1
- 239000001863 hydroxypropyl cellulose Substances 0.000 description 1
- 235000010977 hydroxypropyl cellulose Nutrition 0.000 description 1
- 235000010494 karaya gum Nutrition 0.000 description 1
- 239000000252 konjac Substances 0.000 description 1
- 235000010485 konjac Nutrition 0.000 description 1
- 229920000609 methyl cellulose Polymers 0.000 description 1
- 230000011987 methylation Effects 0.000 description 1
- 238000007069 methylation reaction Methods 0.000 description 1
- 239000001923 methylcellulose Substances 0.000 description 1
- 239000013586 microbial product Substances 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- 239000001814 pectin Substances 0.000 description 1
- 235000010987 pectin Nutrition 0.000 description 1
- 229920001277 pectin Polymers 0.000 description 1
- 239000003208 petroleum Substances 0.000 description 1
- 230000026731 phosphorylation Effects 0.000 description 1
- 238000006366 phosphorylation reaction Methods 0.000 description 1
- 229920001495 poly(sodium acrylate) polymer Polymers 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 229940070687 psyllium Drugs 0.000 description 1
- 235000010413 sodium alginate Nutrition 0.000 description 1
- 239000000661 sodium alginate Substances 0.000 description 1
- 229940005550 sodium alginate Drugs 0.000 description 1
- NNMHYFLPFNGQFZ-UHFFFAOYSA-M sodium polyacrylate Chemical compound [Na+].[O-]C(=O)C=C NNMHYFLPFNGQFZ-UHFFFAOYSA-M 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 229920001059 synthetic polymer Polymers 0.000 description 1
- 235000010491 tara gum Nutrition 0.000 description 1
- 239000000213 tara gum Substances 0.000 description 1
- 229920001285 xanthan gum Polymers 0.000 description 1
- 235000010493 xanthan gum Nutrition 0.000 description 1
- 239000000230 xanthan gum Substances 0.000 description 1
- 229940082509 xanthan gum Drugs 0.000 description 1
- UHVMMEOXYDMDKI-JKYCWFKZSA-L zinc;1-(5-cyanopyridin-2-yl)-3-[(1s,2s)-2-(6-fluoro-2-hydroxy-3-propanoylphenyl)cyclopropyl]urea;diacetate Chemical compound [Zn+2].CC([O-])=O.CC([O-])=O.CCC(=O)C1=CC=C(F)C([C@H]2[C@H](C2)NC(=O)NC=2N=CC(=CC=2)C#N)=C1O UHVMMEOXYDMDKI-JKYCWFKZSA-L 0.000 description 1
Landscapes
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
- Separation Of Suspended Particles By Flocculating Agents (AREA)
- Treatment Of Sludge (AREA)
Description
a 産業上の利用分野
本発明は、石油、天然ガス、地熱または土木工
事における掘削の際に発生する掘削土、土木工事
や浚渫工事などの際に発生する軟弱な土砂やヘド
ロなどの汚泥を、再利用または廃棄容易な形態に
する汚泥の処理方法に関する。
b 従来の技術
一般に、石油、天然ガス、地熱または土木工事
の掘削、浚渫工事などの際に発生する汚泥は、地
域によつて異なるが、約20ないし90%の含水率を
有している。
従来は、これらの多量の水分を含有する汚泥
を、水分が45〜50%以下になるまで絞つたのち、
セメント系の固化剤などを混合して処理してい
た。
c 発明が解決しようとする課題
しかしながら、セメント系の固化剤のみを用い
て汚泥を処理する方法は、処理後の汚泥が流動性
を失い、それが廃棄に適した強度以上に達するま
での長時間(具体的には24〜72時間)を要する。
また、PHが高いという欠点もある。
すなわち、固化後の汚泥に、廃棄に適する一定
以上の強度を付与するためには、多量のセメント
系固化剤(具体的には10〜15重量%)を添加する
必要がある。
ところが、この固化剤を10重量%以上添加する
と、固化過程で汚泥のPHが12以上になり、PHを調
整する必要が生じる。
しかし、このPHの調整が非常に難しいという欠
点が指摘されている。
本発明は、このような問題点を解決しようとす
るもので、その目的は、汚泥を効率よく固化し、
再利用または廃棄容器な形態にする処理方法を提
供することにある。
d 課題を解決するための手段
本発明の要旨は、掘削の際に発生する掘削土、
および土木工事や浚渫工事などの際に発生する軟
弱な土砂やヘドロからなる群から選ばれた少なく
とも1種の汚泥に、天然水溶性高分子物質および
その半合成高分子物質からなる群から選ばれた少
なくとも1種の高分子物質を添加混合することに
より汚泥を処理するにあたつて、まず上記汚泥の
含水率を測定し、測定した含水率が20%以上50%
未満の場合は上記汚泥1Kl当たり上記高分子物質
を0.5Kg以上8Kg以下、含水率が50%以上80%以
下の場合は上記汚泥1Kl当たり上記高分子物質を
8Kgより多く25Kg以下添加混合することにより、
上記汚泥を固化させることを特徴とする汚泥の処
理方法にある。
本発明方法によつて処理される汚泥は、掘削の
際に発生する掘削土、および土木工事や浚渫工事
などの際に発生する軟弱な土砂やヘドロからなる
群から選ばれた少なくとも1種のものであり、こ
れらの汚泥は多量の水分を含んでいる。
すなわち本考案の汚泥は、多量の水分(通常含
水率20〜80%)を含んでおり、セメント系の固化
剤などを用いる従来の処理方法によつては処理し
にくいものである。
本発明の処理方法において用いる高分子物質
は、天然水溶性高分子物質およびその半合成高分
子物質からなる群から選ばれた少なくとも1種の
ものである。
上記天然水溶性高分子物質としては、植物系の
グアーガム,ローカストビンガム,クインシード
ガム,タラガムなどの種子多糖類;アラビノガラ
クタンガム,アラビヤガム,トラガントガム,カ
ラヤガムなどの樹脂多糖類;カラギーナン,アル
ギン酸,フアーセラン,寒天などの海藻多糖類;
ペクチン,サイリユームガムなどの果実多砂類;
澱粉,コンニヤク,トロロアオイなどの根茎多糖
類;微生物系のザンサンガム,ザンコート,ザン
フロー,カードラン,サクシノグルカンなど;動
物系のゼラチン,カゼイン,アルブミン,シユラ
ツクなどが挙げられる。
また、その半合成高分子物質としては、澱粉,
グアーガム,ローストビーンガム,セルロースな
どを酸化,メチル化,カルボキシメチル化,ヒド
ロキシエチル化,ヒドロキシプロピル化,リン酸
化,カチオン化などの処理をすることによつて得
られる沈澱誘導体;グアーカム誘導体;ロースト
ビーンガム誘導体;セルロース誘導体であつて、
例えば、メチルセルロース、カルボキシメチルセ
ルロース、カルボキシメチルハイドロオキシエチ
ルセルロース,ヒドロキシプロピルセルロースな
どが挙げられる。
さらに、アルギン酸誘導体としてのアルギン酸
塩類,アルギン酸プロピレングライコールエステ
ルなども本発明の半合成高分子物質に含まれる。
なお、これらに類似する天然水溶性高分子物質
およびその半合成高分子物質も、本発明に用いる
ことができる。
これらの高分子物質以外のものでも、水溶性,
増粘性、吸水性または疑集性などを利用するも
の、例えばビーンガム,ベントナイト等の無機系
物質などは、本発明の高分子物質とともに本発明
に効果的に併用することができる。
これらの高分子物質は、いずれも親水性の高い
ものであり、これらの高分子物質自身はその特徴
として水溶性,増粘性,吸水性および疑集性を有
している。
本発明はその粘着効果、吸水効果,疑集効果な
どを利用して、汚泥の増粘,疑集,脱水などを行
い、汚泥を廃棄に適した程度の片さを持つた粉状
物にし、再利用あるいは廃棄できる形態にするも
のである。
本発明において、上記高分子物質を含水率の高
い汚泥に添加混合すると、汚泥の粒子表面にこれ
らの高分子物質が物理的または科学的に吸着し、
同時に粒子表面の電荷を中和し、汚泥全体を疑
集,凝結状態に変える。
あるいは、上記高分子物質はそれ自身のもつ、
水溶性,吸水性などの特性により汚泥中に含まれ
ている水分を吸収し、汚泥を粉末状に近い、粘着
性の少ない固体に変え、再利用また廃棄容易な状
態に改質する。
本発明方法においては、上記の高分子物質の添
加による疑集,凝結態をより効果的に速やかに達
成するため、あるいは、より強度を持つた状態を
得るために、2価以上の陽イオンの化合物を上記
高分子物質とは別に、あるいは同時に添加するこ
とも有効である。
本発明における、これらの高分子物質の添加量
の範囲は、汚泥の種類、汚泥の含水率などによつ
てことなるが、特に含水率とは密接な関係にあ
る。
したがつて本発明においては、あらかじめ汚泥
の含水率を紫外線式水分測定器などを用いて測定
し、その値によつて本発明の高分子物質の添加量
を決める。
すなわち、測定した含水率が20%以上50%未満
の場合は汚泥1Kl当たり本発明の高分子物質を
0.5Kg以上8Kg以下、含水率が50%以上80%以下
の場合は汚泥1Kl当たり本発明の高分子物質を8
Kgより多く25Kg以下添加する。
なお、汚泥の含水率が80%を越えると、本発明
の高分子物質の使用量が急激に増大する。
本発明方法によつて処理できる汚泥の含水率は
20〜80%であるが、含水率が20〜50%のものが効
果的に処理できる。
e 実施例
以下、本発明を実施例を参照してさらに詳しく
説明する。
なお、以下の実施例および比較例においては、
特にことわらない限り、%は重量%を意味する。
〔実施例 1〕
土木工事で発生する残土の砂質シルト(比重
1.60;含水率33.3%)1Klにカルボキシメチルセ
ルロースを添加し、混練処理したのち、針入度試
験を行つた。
比較例として消石灰またはポルトランドセメン
トを、それぞれ添加し、混合処理したのち針入度
試験を行つた。
その結果を表−1に示す。
a. Industrial Application Fields The present invention is capable of treating excavated soil generated during excavation for petroleum, natural gas, geothermal energy, or civil engineering work, as well as sludge such as soft earth and sludge generated during civil engineering work or dredging work. The present invention relates to a method for processing sludge into a form that can be easily reused or disposed of. b. Prior Art In general, sludge generated during excavation, dredging, etc. for oil, natural gas, geothermal energy, or civil engineering works has a moisture content of about 20 to 90%, although it varies depending on the region. Conventionally, these sludges containing a large amount of water are squeezed until the water content is 45 to 50% or less, and then
It was treated by mixing cement-based solidifying agents. c Problems to be Solved by the Invention However, in the method of treating sludge using only a cement-based solidifying agent, the sludge loses its fluidity after treatment, and it takes a long time for the sludge to reach a strength suitable for disposal. (Specifically, it takes 24 to 72 hours). It also has the disadvantage of high pH. That is, in order to give solidified sludge a certain level of strength suitable for disposal, it is necessary to add a large amount of cement solidifying agent (specifically 10 to 15% by weight). However, if more than 10% by weight of this solidifying agent is added, the pH of the sludge will rise to 12 or higher during the solidifying process, making it necessary to adjust the pH. However, it has been pointed out that the drawback is that it is very difficult to adjust the pH. The present invention aims to solve these problems, and its purpose is to efficiently solidify sludge,
The object of the present invention is to provide a processing method for reusing or disposing of containers. d Means for Solving the Problems The gist of the present invention is that excavated soil generated during excavation,
and at least one type of sludge selected from the group consisting of soft earth and sand and sludge generated during civil engineering work and dredging work, etc. When treating sludge by adding and mixing at least one polymeric substance, first measure the water content of the sludge, and if the measured water content is 20% or more and 50%
If the water content is less than 0.5Kg or more and 8Kg or less per 1Kl of sludge, and if the water content is 50% or more and 80% or less, add more than 8Kg but not more than 25Kg of the above polymer substance per 1KL of sludge. ,
A sludge treatment method characterized by solidifying the sludge. The sludge treated by the method of the present invention is at least one type selected from the group consisting of excavated soil generated during excavation, and soft earth and sand and sludge generated during civil engineering work and dredging work. These sludges contain a large amount of water. In other words, the sludge of the present invention contains a large amount of water (usually a water content of 20 to 80%), and is difficult to treat by conventional processing methods that use cement-based solidifying agents. The polymeric substance used in the treatment method of the present invention is at least one selected from the group consisting of natural water-soluble polymeric substances and semi-synthetic polymeric substances thereof. The above-mentioned natural water-soluble polymer substances include plant-based seed polysaccharides such as guar gum, locust Bingham, quinseed gum, and tara gum; resin polysaccharides such as arabinogalactan gum, gum arabic, gum tragacanth, and gum karaya; carrageenan, alginic acid, and furcelan. , seaweed polysaccharides such as agar;
Fruit polysaccharides such as pectin and psyllium gum;
Examples include rhizome polysaccharides such as starch, konjac, and mallow; microbial products such as xanthan gum, xancort, xanfuro, curdlan, and succinoglucan; and animal products such as gelatin, casein, albumin, and succinoglucan. In addition, the semi-synthetic polymer substances include starch,
Precipitated derivatives obtained by treating guar gum, roasted bean gum, cellulose, etc. with oxidation, methylation, carboxymethylation, hydroxyethylation, hydroxypropylation, phosphorylation, cationization, etc.; Guarcam derivative; roasted bean Gum derivative; a cellulose derivative,
Examples include methylcellulose, carboxymethylcellulose, carboxymethylhydroxyethylcellulose, and hydroxypropylcellulose. Furthermore, alginic acid salts as alginic acid derivatives, alginic acid propylene glycol ester, etc. are also included in the semi-synthetic polymeric substances of the present invention. Note that natural water-soluble polymeric substances similar to these and semi-synthetic polymeric substances thereof can also be used in the present invention. Water-soluble,
Materials that utilize thickening properties, water absorption properties, or aggregate properties, such as inorganic substances such as bean gum and bentonite, can be effectively used in the present invention together with the polymeric substances of the present invention. All of these polymeric substances are highly hydrophilic, and these polymeric substances themselves have characteristics such as water solubility, thickening properties, water absorbing properties, and agglomerating properties. The present invention takes advantage of its adhesive effect, water absorption effect, collection effect, etc. to thicken sludge, collect it, dehydrate it, etc., and convert the sludge into a powder with a size suitable for disposal. It is made into a form that can be reused or disposed of. In the present invention, when the above-mentioned polymeric substances are added and mixed into sludge with a high moisture content, these polymeric substances are physically or chemically adsorbed on the particle surface of the sludge,
At the same time, it neutralizes the electric charge on the particle surface and changes the entire sludge into a coagulated and coagulated state. Alternatively, the polymer substance itself has
It absorbs the water contained in sludge due to its water-solubility and water-absorbing properties, converting the sludge into a powder-like solid with less stickiness, making it easier to reuse or dispose of. In the method of the present invention, in order to achieve the agglomeration and coagulation state more effectively and quickly by adding the above-mentioned polymeric substance, or to obtain a state with higher strength, divalent or higher cations are added. It is also effective to add the compound separately or simultaneously with the above-mentioned polymeric substance. In the present invention, the range of the amount of these polymeric substances added varies depending on the type of sludge, the water content of the sludge, etc., but is particularly closely related to the water content. Therefore, in the present invention, the moisture content of the sludge is measured in advance using an ultraviolet moisture measuring device, and the amount of the polymeric substance of the present invention to be added is determined based on the measured value. In other words, if the measured moisture content is 20% or more and less than 50%, the polymeric substance of the present invention should be added per 1Kl of sludge.
If the weight is 0.5 kg or more and 8 kg or less, and the water content is 50% or more and 80% or less, 8 kg of the polymeric substance of the present invention is added per 1 Kl of sludge.
Add more than Kg but not more than 25Kg. Note that when the water content of the sludge exceeds 80%, the amount of the polymeric substance used in the present invention increases rapidly. The moisture content of sludge that can be treated by the method of the present invention is
The moisture content is 20-80%, but those with a moisture content of 20-50% can be effectively treated. e Examples Hereinafter, the present invention will be described in more detail with reference to Examples. In addition, in the following examples and comparative examples,
Unless otherwise specified, % means % by weight. [Example 1] Sandy silt (specific gravity
1.60; water content 33.3%) Carboxymethylcellulose was added to 1Kl and kneaded, followed by a penetration test. As a comparative example, slaked lime or Portland cement was added and mixed, and then a penetration test was conducted. The results are shown in Table-1.
土木工事で発生するシルト質の掘削残土(比重
1.53;含水率62%)1Klにアルギン酸ソーダを添
加し、混合処理したのち針入度試験を行つた。
その結果を表−2に示す。
Silty excavated soil (specific gravity) generated during civil engineering work
Sodium alginate was added to 1Kl (1.53; moisture content 62%), mixed, and then a penetration test was conducted. The results are shown in Table-2.
土木工事で発生する軟弱な土砂(比重1.75;含
水率29.3%、シルト及び粘土分65.3%)1Klにグ
アーガムを添加し、混合処理したのち針入度試験
を行つた。
その結果、土砂1Klに対してグアーガムを
0.029〜0.46重量%、好ましくは、0.40〜0.46重量
%添加することにより、土砂を好ましく固化でき
ることが判つた。
上記の実施例1および2における処理物のPHを
測定した。
その結果を表−4に示す。
Guar gum was added to 1Kl of soft earth and sand (specific gravity 1.75; moisture content 29.3%, silt and clay content 65.3%) generated during civil engineering work, mixed, and then a penetration test was conducted. As a result, guar gum was added to 1Kl of soil and sand.
It has been found that earth and sand can be preferably solidified by adding 0.029 to 0.46% by weight, preferably 0.40 to 0.46% by weight. The pH of the treated products in Examples 1 and 2 above was measured. The results are shown in Table-4.
カルボキシメチルセルロースの代わりに水溶性
ポリアクリ酸ソーダを用いる以外は実施例−1と
同様にして砂質シルトの処理を行つた。
針入度試験の結果および処理物のPHを表−5に
示す。
〔比較例 4〕
カルボキシメチルセルロースの代わりにスミカ
ゲル(吸水性樹脂)を用いる以外は実施例−1と
同様にして砂質シルトの処理を行つた。
針入度試験の結果および処理物のPHを表−5に
示す。
Sandy silt was treated in the same manner as in Example 1, except that water-soluble sodium polyacrylate was used instead of carboxymethyl cellulose. Table 5 shows the results of the penetration test and the pH of the treated material. [Comparative Example 4] Sandy silt was treated in the same manner as in Example 1, except that Sumikagel (water-absorbing resin) was used instead of carboxymethylcellulose. Table 5 shows the results of the penetration test and the pH of the treated material.
【表】
f 発明の効果
本発明方法によれば、掘削の際に発生する掘削
土、土木工事や浚渫工事などから発生する軟弱な
土砂やヘドロなどの汚泥を効率よく処理し、再利
用または廃棄容易な形態にすることができる。
また、本発明方法においては、あらかじめ汚泥
の含水率を測定し、適量の高分子物質を用いるた
め、本発明の高分子物質を有効に利用することが
できる。
なお、本発明で使用する高分子物質は、水溶液
または懸濁液として適宜に粘性を調整することに
より、掘削用循環流体としても使用できる。[Table] f Effects of the invention According to the method of the invention, excavated soil generated during excavation, soft earth and sand generated from civil engineering work, dredging work, etc., and sludge such as sludge can be efficiently treated and reused or disposed of. It can be made into an easy form. Furthermore, in the method of the present invention, the water content of the sludge is measured in advance and an appropriate amount of the polymeric substance is used, so that the polymeric substance of the present invention can be effectively utilized. The polymeric substance used in the present invention can also be used as a circulating fluid for drilling by appropriately adjusting the viscosity as an aqueous solution or suspension.
Claims (1)
や浚渫工事などの際に発生する軟弱な土砂やヘド
ロからなる群から選ばれた少なくとも1種類の汚
泥に、天然水溶性高分子物質およびその半合成高
分子物質からなる群から選ばれた少なくとも1種
の高分子物質を添加混合することにより汚泥を処
理するにあたつて、まず上記汚泥の含水率を測定
し、測定した含水率が20%以上50%未満の場合は
上記汚泥1Kl当たり上記高分子物質を0.5Kg以上
8Kg以下、含水率が50%以上80%以下の場合は上
記汚泥1Kl当たり上記高分子物質を8Kgより多く
25Kg以下添加混合することにより、上記汚泥を固
化させることを特徴とする汚泥の処理方法。1 At least one type of sludge selected from the group consisting of excavated soil generated during excavation, and soft earth and sand and sludge generated during civil engineering work and dredging work, is mixed with natural water-soluble polymer substances and semi-natural water-soluble polymer substances. When treating sludge by adding and mixing at least one polymeric substance selected from the group consisting of synthetic polymeric substances, first measure the moisture content of the sludge, and if the measured moisture content is 20%. If the moisture content is 50% or more and less than 50%, add 0.5kg or more to 8kg or less of the above polymeric substance per 1Kl of sludge, and if the water content is 50% or more and 80% or less, use more than 8kg of the polymeric substance per 1Kl of sludge.
A sludge treatment method characterized by solidifying the sludge by adding and mixing 25 kg or less.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP62332245A JPH01176499A (en) | 1987-12-28 | 1987-12-28 | Treatment of sludge |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP62332245A JPH01176499A (en) | 1987-12-28 | 1987-12-28 | Treatment of sludge |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH01176499A JPH01176499A (en) | 1989-07-12 |
JPH0582280B2 true JPH0582280B2 (en) | 1993-11-18 |
Family
ID=18252794
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP62332245A Granted JPH01176499A (en) | 1987-12-28 | 1987-12-28 | Treatment of sludge |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH01176499A (en) |
Families Citing this family (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2553610B2 (en) * | 1988-02-15 | 1996-11-13 | 株式会社鴻池組 | Method for improving soft soil and its improving agent |
JPH0691998B2 (en) * | 1989-01-24 | 1994-11-16 | ハイモ株式会社 | Treatment method for wet excavated soil |
JP2574624B2 (en) * | 1993-03-25 | 1997-01-22 | 日本化薬株式会社 | Solidifying agent and method for solidifying mud |
JP3952090B2 (en) * | 1996-07-19 | 2007-08-01 | 栗田工業株式会社 | Drilling mud modifier |
JP4152509B2 (en) * | 1998-12-25 | 2008-09-17 | 株式会社テルナイト | Volume reduction method for high-moisture dredged bottom mud |
JP3440054B2 (en) * | 2000-06-02 | 2003-08-25 | 北海道ティー・エル・オー株式会社 | Novel flocculant and water treatment method using the same |
JP4422202B1 (en) * | 2009-05-29 | 2010-02-24 | 佳和 福井 | Coagulant composition and coagulation treatment method |
CN102312416B (en) * | 2011-10-13 | 2013-10-30 | 长沙理工大学 | Dredger fill sludge dewatering and solidification method |
KR101992317B1 (en) * | 2017-11-22 | 2019-06-25 | (주)비케이 | Manufacturing method for liquid deodorant using drinking water sludge and product thereof |
CN111646659B (en) * | 2020-04-30 | 2022-08-16 | 兴源环境科技股份有限公司 | Heavy metal polluted bottom mud curing agent and curing method thereof |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5133866A (en) * | 1974-07-19 | 1976-03-23 | Siemens Ag | |
JPS5214545A (en) * | 1975-07-25 | 1977-02-03 | Nippon Steel Corp | Flux for fillet submerged arc welding |
JPS5469573A (en) * | 1977-11-14 | 1979-06-04 | Shiyunji Kawamura | Method of readily drying sludge and use of obtained dried sludge |
JPS54112554A (en) * | 1978-02-20 | 1979-09-03 | Japan Exlan Co Ltd | Granular solidifying method of muddy matter |
JPS58180233A (en) * | 1982-04-19 | 1983-10-21 | Nippon Shokubai Kagaku Kogyo Co Ltd | Absorbing agent |
JPS61222600A (en) * | 1985-03-05 | 1986-10-03 | アライド・コロイズ・リミテツド | Absorption of moisture by moisture absorbable polymer |
-
1987
- 1987-12-28 JP JP62332245A patent/JPH01176499A/en active Granted
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5133866A (en) * | 1974-07-19 | 1976-03-23 | Siemens Ag | |
JPS5214545A (en) * | 1975-07-25 | 1977-02-03 | Nippon Steel Corp | Flux for fillet submerged arc welding |
JPS5469573A (en) * | 1977-11-14 | 1979-06-04 | Shiyunji Kawamura | Method of readily drying sludge and use of obtained dried sludge |
JPS54112554A (en) * | 1978-02-20 | 1979-09-03 | Japan Exlan Co Ltd | Granular solidifying method of muddy matter |
JPS58180233A (en) * | 1982-04-19 | 1983-10-21 | Nippon Shokubai Kagaku Kogyo Co Ltd | Absorbing agent |
JPS61222600A (en) * | 1985-03-05 | 1986-10-03 | アライド・コロイズ・リミテツド | Absorption of moisture by moisture absorbable polymer |
Also Published As
Publication number | Publication date |
---|---|
JPH01176499A (en) | 1989-07-12 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US4913585A (en) | Method of treating solids containing waste fluid | |
US5578219A (en) | Method of improving the contaminant resistance of a smectite clay by rewetting and impregnating the clay with a water-soluble polymer, and redrying the polymer-impregnated clay | |
JP3723625B2 (en) | Treatment method for high water content sludge | |
JPH0582280B2 (en) | ||
CN107585984A (en) | A kind of composite sludge curing agent | |
JP7067943B2 (en) | Additives for soil granulation | |
WO2016051777A1 (en) | Method for liquefaction of water-absorbing resin in water-containing state and method for contraction of same | |
CN104628324A (en) | Agent and method for harmless gelation treatment of well cuttings | |
CN106746394B (en) | Harmless curing treatment agent for petroleum drilling waste mud and use method thereof | |
JP7073088B2 (en) | Soil reforming method | |
JP2007021461A (en) | Solidifying agent for water-containing sludge stabilizing treatment and water-containing sludge stabilizing treatment method | |
CN100503487C (en) | High efficiency solidifying processing agent for waste sludge in oil area and its solidifying treating process | |
JPH0415038B2 (en) | ||
JP4210384B2 (en) | Sludge treatment agent and sludge treatment method | |
JP4261168B2 (en) | Solidification aid for hydrous sludge stabilization treatment, solidification material for hydrous sludge stabilization treatment, and hydrous sludge stabilization treatment method | |
JP2023033045A (en) | Method for producing fluorine insolubilization agent and bentonite dehydration cake | |
JPH04103689A (en) | Solidification agent for water containing soil | |
JP2023008326A (en) | Method for manufacturing modified soil | |
JP3613412B2 (en) | Drilling mud modifier | |
JP4162483B2 (en) | Concentrated granulation method for inorganic sludge | |
JP3952090B2 (en) | Drilling mud modifier | |
JP3283634B2 (en) | Mud water treatment method | |
JPH08209108A (en) | Excavated mud modifier | |
JP4016462B2 (en) | Sludge or mud modifier and treatment method | |
JP2007160258A (en) | Muddy water modifier and muddy water modifying method using it |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20081118 Year of fee payment: 15 |
|
EXPY | Cancellation because of completion of term | ||
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20081118 Year of fee payment: 15 |